Watershed Development And Soil Conservation Department Tender
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Costs
EMD
₹ 76,744Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_WDSC_412182_1Bid Award Id
ViewTender No
MJSA2.0 NIT 03 2024-25 BID 04 CHOTI SARVANTender Authority
Watershed Development And Soil Conservation Department ViewPurchaser Address
-Website
http://https://www.karnataka.gov.in/watershed/Pages/home.aspx
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Documents
BOQ Items
Hard soil mixed with Kankar / boulders, Morrum
3431.83
355194
103.5
Soft / Disintegrated rock
2096.03
292396
139.5
Hard rock without blasting
423.3
87242
206.1
Cement Concrete 1:3:6 well mixed and laid in position complete including all leads of all construction materials including curing and finishing well graded broken stone aggregate of 20mm size
63.18
251472
3980.25
cement mortar for apron 1;6, 23cm kharanja for thickness
64
32632
509.88
Random rubble stone masonary in cement mortar 1:6 forFoundation and super structure
227.13
660421
2907.68
Cement concrete well mixed with cement mortar (1:2:4) laid in position complete excluding curing with aggregate size upto 12mm HB.
130.88
632621
4833.6
Cement plaster in cement sand mortar 1:4, 25mm thick with curing.
722.24
199591
276.35
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect for Black Cotton Soil for Corewall and Cutoff Trench
699.73
58567
83.7
Re- handling excavation earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water including loading and un-loading wherever required with cost of dewatering wherever required.
699.73
47861
68.4
Transportation of Black Cotton Soil upto average 5 km lead considering shortest route including Loading, Unloading and Stacking for Corewall and Cutoff Trench
101.23
18139
179.19
Earth work in rough (borrow area) excavation with JCB or Scraper, for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 250 m and lift up to 3m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.
3186.77
221129
69.39
Dry Stone Pitching 15 to 30 centimeter thick with hammer dressed including all lifts and including supply of stone
245.18
283982
1158.26
Dismelting old cement plaster, skirtin raking out joints and cleaning the surface. (BSR RDPR 2023 Item No.115)
362.23
12384
34.19
Providing and fixing reinforcement for RCC work including straightening, cutting, bending, placing in position and binding (including cost of binding wier) all complete. (BSR RDPR 2023 Item No.61)
1724.97
145087
84.11
Providing of centering & shuttering with steel sheets in RCC for roof, slab, chajja, linten etc. lift upto 4.5m and removing of framework etc. (BSR RDPR 2023 Item No.93 b)
314.6
98671
313.64
display Board (including painting, writing and installation on site)
3
9000
3000
Benching base and depositing the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m
390.63
28476
72.9
Watering of earth including cost of carriage of water when source of water is up to 3 km lead
2723.13
50731
18.63
Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
2723.13
58819
21.6
Transportation of Black Cotton / Clay soil Soil upto average 10 km lead considering shortest route including Loading, Unloading and Stacking for Corewall and Cutoff Trench
598.5
135799
226.9
Cement concrete well mixed with cement mortar (1:2:4) laid in position complete excluding curing with aggregate size upto 12mm HB.
12.6
59829
4748.35
cement mortar for apron 1;6, 23cm kharanja for thickness
179.7
69973
389.39
Dressing of uneven embankment in required profile
1335.2
14179
10.62
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